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DocuSign Envelope ID: AFDOA28B-263E-4E34-9BOA-833B42563918 ■ ■ ■ ■ (V ■ M T-0" ,-01I 1 T-2.D VERIFY AC COND ■ I 29,-6„ LOCATION W/ 70'-0" 5 ) SIM 9" CURB T-2.D ■ ".. ■ ■ I I I 14'-0" 0" SITE PLAN I I - I — I 1 I T-2.D I ■I I I L- - - - - - - - - - 1 1/2" '4' L 8'-0" T-O VERIFY AC COND o LOCATION W/ SITE PLAN 4 I N■' ■ ■ --------- ----------------, I ■ N 5 - 4 T-2.D I ■ � T-2.D I \ 4'-7 1/2" 4'-6" 2'-1" - - - - - - -- - - - _ - I 2'-4 1/2" 9 1/2" 20'-8 1/2" do I I Y _ I 4 UNDER DOOR ■ I I � T-2.D - I 9 � I_ 1 r 1 T-2.D 1 I 4 5 ■ I 1 I T-2.D T-2.D I■ -j z _ Q il I---I-------I ■_— ■ ■ re U)�1 I 1 00 .-I I I 6 I 5,�„ 5'-0" I- \ 100 I OPT c�i� cn 1 I I [-A uj g wI I I I � 10 4" I I� � I T-2.D I ■ ■ � ■ - II I L—--- - - - - -- -� ■� T 2.D OPT I 0„ 1 �0„ ----15'-11"--------- 2-6' 7r ■I I I � I■ �..... .... of - 04 1 I 0„ L.. - I col I NI I I NI I 1 T-2.D I / ," c%J - _ - - - - 14'-3"- I H - J 1 I I - ------------------ -----V---------t --�r------------- ■ ■ ■ — — — — — — — —� — — — — I— ■ — — — — ■ .... .... ■ N ■ ■ FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 1 59'-10" 70'-0" 0 ME GENERAL FOUNDATION NOTES: p o • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. N O • EARTH AND EARTH FILL SUPPORTING SLABS GRADE ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND APEXC SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N U COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED pp O PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O qj • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE 0) N SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT ' EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. ch • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). LJL tds 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON -i a)SHEET ST-2D. true design studios Z O FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN O A 8"x8" DEEP THICKENED B 12" DEEP FTG UNDER BOX p EDGE w/ (1) #4 CONT _� COLUMN, FTG TO BE C PROJECTED MIN 6" AS SHOWN W 16"SQx12" DEEP FTG r D� 24"SQx20" DEEP FTG H 0 N D*HOMON' I w/ (3) #4 EW N E 30"SQx20" DEEP FTG F1 �_-I 36"SQx20" DEEP FTG r w/ (4) #4 EW w/ (4) #4 EW m i - - DEEP HJ #5 VERTICALx24" DOWEL TYP AS SHOWN, SEE MASONRY w8(5�#4 EW, &BFTG NOTES ON ST-1 Q +. I 1 1/2" SLAB EXTENSION Cy AT FULL ROUGH (n OPENING WIDTH } N Z W W X_ This item has been electronically O signed and sealed by Justin M Lanier, O PE on the date and/or time stamp shown using a digital signature. ***NOTE TO CONTRACTOR— Printed copies of this document are DR HORTON DOES NOT ALLOW FIBERMESH AS AN not considered signed and sealed ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET nd the signature must be verified >Mftby a 3rd Party Certificate Authority _ On any electronic copy BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z W ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT U) MANUFACTURER AND DR HORTON. UL - W IM Z z W Uj O to W F- W Q W Z Q O 0 > 0 W m W o Q 0 0 W LU W W O 10L/ _J X LL � LL � Z Z O O O R- Z O a U LL, p W Abbott Park Q O U) Q LOT 022-03-1 B _ w U Z ZU } (n OPROJECT NO: W -j 2021.012591 0 O _ L- DRAWN: -- — - O U CD o W" CHKD: U-) f MJP X W J U -� ` LA/�7 �� (n z s No 85166 W Q Z .`. * ;• Docuftned by: O � r i Lo DA� '435. ,• �/ LU .0. Al �'� t� ••. O R 1 �••'G��:� Z • ..... O 11-02-2021 p W r�IDF& U REVISIONS: ULI - - F- No. Description Date W U) J _ Q Ir- SANITARY ISOMETRIC - RH o Z Z o = o U W H X W ST=2 a CMUIMETAL CONNECTOR ENGINEERING¢